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P. Preinstorfer, B. Kromoser, J. Kollegger:
"Structural behaviour of carbon reinforced slab elements made of ultra-high performance concrete";
Vortrag: The 12th fib International PhD Symposium in Civil Engineering, Prag; 29.08.2018 - 31.08.2018; in: "The 12th fib International PhD Symposium in Civil Engineering", (2018), ISBN: 978-80-01-06401-6; S. 245 - 250.

A research program launched at TU Wien is combining ultra-high performance concrete (UHPC) and textile reinforcement made of carbon fibres to develop sustainable, material fitting building constructions. As a result the overall concrete mass can be reduced significantly and the durability of the structural members can be increased. In this context, the authors of this paper designed a hollow slab element exclusively reinforced with carbon textile reinforcement. To investigate the structural behaviour of this hollow slab elements, a test series was planned and carried out includ-ing 3-point bending tests and 4-point bending tests. While the bearing capacity is high and a good utilization of the material properties could be reached, failure modes like delamination, which are not well known from ordinary RC beams, could be observed.

Textile Reinforcement, textile reinforced concrete, spalling, UHPC